White River - Third Branch

Stream Channel
2.1	Bankfull Width	35 ft.
2.2	Maximum Depth	2.0 ft.
2.3	Mean Depth	1.4 ft.
2.4	Floodprone Width	44 ft.
2.5	Recently Abandoned Floodplain	9.0 ft.
	Human Elevated Floodplain	ft.
2.6	Width/Depth Ratio	24.4
2.7	Entrenchment Ratio	1.2
2.8	Incision Ratio - Redently Abandoned Floodplain	4.5
	Incision Ratio - Human Elevated FloodPlain	0.0
2.9	Sinuosity	Low
2.10	Type of Riffles	Sedimented
2.11	Riffle/Step Spacing Distance	100 ft.
2.12	Substrate Composition
	Bedrock	0.0 %
	Boulder	23.0 %
	Cobble	34.0 %
	Course Gravel	19.0 %
	Fine Gravel	14.0 %
	Sand	10.0 %
	Silt and smaller	0.0 %
	Clay Present?	No
	Percent Detritus	5.0 %
	Large Woody Debris Count	62
2.13	Average Largest Particle On
	Bed	9.9 inches
	Bar	7.8 inches
2.14	Phase 2 Stream Type
	Stream Type	F
	Bed Material	Cobble
	Subclass Slope	None
	Dominant Bed Form	Plane Bed
	SubDominant Bed Form	Riffle-Pool
	Field Measured Slope
	Phase 1 Stream Type
	Stream Type	C
	Dominant Bed Material	Cobble
	Subclass Slope	b
	Bed Form	Riffle-Pool
	Sub-reach Stream Type
	Reference Stream Type	B
	Reference Bed Material	Cobble
	Reference Subclass Slope	None
	Reference Bedform	Plane Bed
	Were Channel Dimensions Significantly Changed By Major Flooding	Yes
	Were channel dimensions significantly changed by human alteration associated with flood recovery efforts (e.g., reshaping of banks by yellow machines)?	Yes
	Channel Enlargement	0 %
	Comments	extensive channelization: snagging, dredging and new riprap post-Irene; this reduces level of confidence in assessment as Planebed reference bedform, but slope (2.7%) and confinement (Narrow) are a fit